Deflection Calculation Program for Structural Concrete Members

Title : Deflection Calculation Program for Structural Concrete Members
Published in : The International Conference on Future Information Technology, applications and services (IFIT 2016 Seoul)
Authors : Kiyeol Lee, HwaMin Lee
Corresponding author : HwaMin Lee
Location : Dongguk University, Seoul, Korea

Abstract
Serviceability verification of structural concrete members predicts the deflection control satisfies requirements at the service load stage. The correct calculation of tension steel stress is important for serviceability performance verification. In this paper, we define the material properties of concrete by a parabolic-rectangular stress-strain relations and proposed an algorithms that calculate the tension steel stress accurately using a trial-anderror method. We developed a program that automatically calculates the deflection for serviceability performance verification by a structural design code provisions such as the CEB-FIP Model Code 1990, Eurocode 2, JSCE PBD, and ACI 318-1995. And also, calculation program were tested to verify the accuracy of the results using experimental data.

Acknowledgments
This research was supported by the MSIP (Ministry of Science, ICT and Future Planning), Korea, under the ITRC (Information Technology Research Center) support program (IITP-2016-R0992-16-1006) supervised by the IITP (Institute for Information & communications Technology Promotion).